Problem 2 Stiffness Method | Support Settle and EI Value is Given

Stiffness Method With Support Settles and EI Value is Given | Analysis of Indeterminate Structures By Displacement Method [ HINDI ] Structural analysis - 2
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[@akhlaquehusain9579]

Trust me, you are 5 times better than our faculty.

[@surykantchaudhary5138]

Thank you so much bro , एक दम मजा आ गया , एक एक point को आपने explation किया। ऐसा कोई टीचर v नहीं पढ़ता भाई , I'm become great fan of ur teaching style . You've cleared each and every concept very easily.🙏🙏🙏🙏💓💓💓💓

[@priyanshukr.4834]

Simple and easy language..Easy to understand Thnkew sir 🙏🏼

[@vibhore9624]

Your explanation make this method very interesting for me 👍 ... Specially at 13:15 .. Your this explanation deserves more than one like... Good job... Keep it up...👍

[@dragonballz6520]

can u plz explain it

[@AdityaSingh-cs3jh]

At 27:04....delta ki value -ve ni hogi +ve hogi....qki left support me settle krta h to +ve hota h aur right support me sink krta h to -ve hota h...plz reply me,I m right or wrong?

[@surykantchaudhary5138]

Yeah ,u r absolutely right bro

[@surykantchaudhary5138]

P2= -12.228 (when left support sink delta +ve and vice vera)

[@SarbjeetSingh-vd8br]

yes bro

[@shriya7662]

Super helpful video sir. thankyou so much!

[@pansulsharma9911]

Good job sir

[@kunalpatil7146]

While calculating M AB why didnt u considered EI value?

[@sivapalansivaram9286]

Great Sir Thank you

[@varshithagondi6276]

Very helpful broo❤️

[@Vivikanni]

Sir dk value at roller is 2 and hinge is 1 but you have taken dk value as 1 for roller

[@ME_SE__EnricTheodore]

no lateral load ....so it does not matter it can never be displaced horizontally without horizontal loads acting on the beam.....had there been horizontal load, then what you said stands true

[@furquanmustafa3394]

Sir .....how can i find deflection at B by using stiffness matrix method? please help me ......

[@indrajeetupadhyay6759]

Thank you

[@nabinrawat2991]

Sir 27:50 is it +8/1000 or -8/1000. Settle in right side should be positive. CD line C pnt k right mai hai.

[@tan1612]

C ke left side consider -- C ke right side consider +

[@vinayshukla3383]

Great work

[@lokeshvardhan7704]

Iam condused with the -ve sign for deflection. My teacher followed different kind of sign convention and that is different. Please confirm that this is the correct one sir.

[@GaneshShegar]

Follow any 1 method Start to end. If you are following my steps apply it completely, some teachers use different sign convention. If you are following your teacher apply there given steps completely

[@prithivisunuwar9949]

While he was finding P as in external loading along with FEM the value of deflection must be negative but while he used in slope delfection eqns he is wrng!!!!

[@prithivisunuwar9949]

@@GaneshShegar your deflection sign in slope deflection eqns is wrng!! check once again!!!

[@sharadpandey6072]

What if b and c settles down?

[@manojkaturde1222]

Nice sir🙏🙏🙏👌👌

[@thejaswiyallampalli4998]

Please share a problem relating flexibility method of analysis of continuous beam with internal hinge sir

[@deeprajpanwar4860]

38:20 where value of EI

[@ThePrathameshKamble]

Upload more videos on applied hydraulics

[@user-pg6in9uo2c]

sir agr 2 settlement agy ,let say support B and C have settled ,tu p1=MFba+6EID/L^2+MFbc+6EID/L^2..and p2=..?????,confused me, just only solve that step, ........

[@064_bishalkumarshil6]

I think P2 = -2.628 KNm. As Delta will be negative in Mfbc case but Positive in case of Mfcb and Mfcd.

[@prasadchavan1827]

Bro but answer is not matching with sppu SA2 book..... If we solve by this merhod are we going to get marks

[@GaneshShegar]

Ans should Match with the Book ... You might doing any Calculation Mistake

[@shubhamkhetal3977]

@@GaneshShegar 13.55 that formula should use when unsymetrical moments for sym formula should be m/4 and -m/4

[@AdityaSingh-cs3jh]

Bhai yadi question me sbki alag alag EI value di hogi to 6EIdelta/Lsquare me EI ki value v rakhenge ya ni?

[@abhinavwanwade4246]

Sir beam ka last end cantilever hai & reaction hai to kasay solve karna hai p matrix

[@Exploring_infinities]

Sir if there is case of overhanging beam then what is the approach

[@vipinritwal6822]

Dear 26.35 you solve p1 in calculator can u help me in the calculation how to solve tha equation

[@mdmashud7820]

can you make a video for cantilever beam?

[@divyaniharpal1109]

Sir roller me DK ki value 2 hoga na?

[@wasimmulla241]

Stiffness approach method plz sir

[@feetify2009]

what to do if rotational slip is also given at any support?!!

[@abhishekkumartiwari5191]

theta ki value me divided by EI missing ha

[@HBR2210]

Bhai roller support ka DK 2 ayega na tune 1 kaise likha hai

[@kavyaaredula958]

It's 2 when horizontal force is applied but since no horizontal is there it is only free to rotate so thats why 1

[@awaizgadiwan3463]

What if end is simply supported ??? Plz help kal mere semi exam h

[@moolayogireddy5087]

Sir how to draw deflection curve

[@designhubarch]

Aagar 2 settlement ho to kaise krege

[@annumishra9968]

Why you have not used EI value?

[@susmithasubh756]

24kN/m - uniform load

[@abhishekgangan2252]

Bhai agar dk 2 h to matrix bhi 2*2ka Lena h

[@GaneshShegar]

Haa

[@vishnupore9066]

Sir is question me horizontal reaction kyu nahi nikala?

[@ownpreacher]

Kyun ki member inextensible hai toh hum axial forces ko neglect karte hain kyun ki horizontal direction me koi force toh lag nahi rha hai na

[@aniruddhaniruddh6717]

Settle me del -ve lete h to sink me bhi del -ve leha h ky

[@GaneshShegar]

Haa settle and Sink are same

[@aniruddhaniruddh6717]

@@GaneshShegar ty

[@aniruddhaniruddh6717]

@@GaneshShegar flexibility me udl ur point load wala mix problem dalo beam ka

[@aikeepiteasy1292]

@@GaneshShegar not same brother...it has different sigh but there is very small deflection so you just taken positive. If you ignore deflection term too..answer will be not affected....

[@prithivisunuwar9949]

@@aikeepiteasy1292 Tara yesle ta slope delection eqn ma sabai delfection ko sign negative leko xa tyo hora ani dpwnward slope +ve haina ra slope deflection eqn ma!!!

[@mattapellysravani6646]

Where is EI value

[@harshpal2622]

You are taking wrong carry over factors

[@abhishekmedankar8123]

Abbey jaldi kar panvel jana hai😂